SR1172 over CREEK
Map
Coordinates:
+35.27780, -81.6997435°16'40" N, 81°41'59" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR1172 over CREEK |
| Structure number: | 000000000450131 |
| Location: | 0.3 MI. N. JCT. SR1180 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 30.8 ft. [9.4 m] |
| Total length: | 30.8 ft. [9.4 m] |
| Roadway width between curbs: | 19.7 ft. [6.0 m] |
| Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1953 |
| Year reconstructed: | 1987 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 470 [as of 2005] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 97.0 tons [88.2 metric tons] |
| Inventory rating: | 58.4 tons [53.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $170,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 470 [as of 1997] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 94.1 tons [85.5 metric tons] |
| Inventory rating: | 56.4 tons [51.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $171,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 300 [as of 1989] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 73.3 tons [66.6 metric tons] |
| Inventory rating: | 49.5 tons [45.0 metric tons] |
| Sufficiency rating: | 78.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $148,000 |